防波堤
沉箱
海底管道
波浪荷载
航程(航空)
海洋工程
结构工程
海岸工程
波高
工程类
动载试验
持续时间(音乐)
岩土工程
地质学
海洋学
声学
航空航天工程
物理
作者
Giovanni Cuomo,William Allsop,Kirsty McConnell
摘要
It is accepted that dynamic loads and structural responses must be analysed in design of large offshore structures. Recent studies in Europe and Japan have shown that it is unsafe to ignore high intensity short duration loads in design of caisson breakwaters and related harbour structures. Dynamic effects of wave loads are however seldom included in structural analysis of coastal structures, leading to designers ignoring short-duration wave loads, perhaps contributing to damage to a range of breakwaters, seawalls or suspended decks. This paper reports recent advances in knowledge on impulsive wave loads, describes analysis for dynamic responses, and illustrates a range of prediction methods to include these important effects in design. It compares measurements of impulsive and pulsating loads from physical models of coastal structures, to quantify their magnitude and relative importance.
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